24 - Classical Modal Analysis of Building Structures and Interpretation of Results Using CSI ETABS
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- เผยแพร่เมื่อ 5 ธ.ค. 2020
- Classical Modal Analysis of Building Structures and Interpretation of its Results Using CSI ETABS
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www.fawadnajam.com
Thank you, sir. Now I can understand the basics of modal analysis clearly.
You Explained this perfectly. Thanks. I have cleared all my doubts
Thanks
You are teachings are excellant
I am from India. I appreciate the explanation
Thank you for your detailed explaination sir. Much appreciated.
Thanks for wonderful lecture
Excellent explanation
greetings from Germany, nice video
*_Fantastic sir. Super sir_*
How to deal with a couple mode?? How to scale the response spectrum??
Sir Najam, thank you.. Is it possible to build with the firsts mode as torsional?... considering that its drifts are less than 50% in the elastic range
how can i compute the modal assurance criterion (MAC matrix between experimental and numerical results)?
Hi. Thankyou for the video. Very informative. Can you tell the difference between Eigen and Ritz Modal analysis?. I have searched the internet but didn't get any satisfactory answers.
Excellent
👍🏻👍🏻
SIR how can i convert this mode shape value in format as top storey with mode shape 1.
Great
Can you share your lectures on Plastic Hinge Model of RCC Column and Beam using ASCE 41 in PERFORM 3D?
How to chk period sec . On first three mode on Model is ok or not ok
Dear sir,
Is response spectrum analysis is same as modal analysis...
How we can get mass participation factor sir? you didnt explain it
0:47 *_How can i get this deflected video in etab ?. please help me._*
Results for modal load Case and RSX,RSY load are different...why